An analysis method of vehicle–bridge coupling vibration considering effects of expansion joint parameters and its application
Author:
Affiliation:
1. Beijing University of Technology Beijing China
2. China Waterborne Transport Research Institute Beijing China
3. North China Electric Power University Beijing China
4. Harbin Institute of Technology Harbin China
Funder
National Natural Science Foundation of China
Publisher
Hindawi Limited
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.3065
Reference48 articles.
1. Concrete-Filled Steel Tube Arch Bridges in China
2. Study on steel box girder bridges partly stiffened by CFT arch ribs
3. Causes of common diseases of cfst arch bridge;Zhou S;Journal of Chongqing Jiaotong University (Natural Science),2013
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1. Vehicle–Bridge Coupling Vibration of Long-Span Concrete-Filled Steel Tubular Arch Bridge;International Journal of Structural Stability and Dynamics;2024-04-24
2. Impact of Variable Parameters of Expansion Joints and Bearing Supports on the Vehicle-Induced Vibration of Curved Girder Bridges;Buildings;2024-01-22
3. Study on the Spatial System Dynamics of Long-Span Arch Bridge Interacting with Vehicles Subjected to Multiple Vehicle Loads;Journal of Vibration Engineering & Technologies;2023-10-17
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